NC0020231_WASTELOAD ALLOCATION_19770225

MPDES DOCVNENT SCANNING COVER SHEET
NPDES Permit:
NC0020231
Louisburg WWTP
Document Type:
Permit Issuance
Allocation
C!WLfteload
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Data Monitoring Report
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
February 25, 1977
This aocsumont iM Zsrixft1P-a on reuse PMPOW - igaorft aIMy
coxatMM-t ou the x-leYe siae

FOR DATA MANAGEMENT USE ONLY:
F/kCILITY, NO.
WASTE LOAD ALLOCATION REQUEST
/—/ Actual Facility
Proposed Facility
TO: Mike -McGhee, Technical Services
FROM: 54- 41- -T-aj )d !
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
Permit Application.Received (802 )
AlA
Date of Request / / .Ls-/ 7 7
Date Needed x /X r-/ 7'7
Pipe No.(003 }
aft to Public Notice (805 )
Discharger Name (103 ).
717 /
County (104 )
Type (400 )
%% Mu /r/Id
Equiv. Population Served ( 02 }
Latitude (115 )
03
Longitude (116 )
201 Area (263 )
L-ea .
208 Area (264 )
basin(112 )
T4r O
Stream Classification (269
C
Receiving S ream (109 )
Tr 1?.`Vj/`
Drain. Area(267)
I qQy
7/10 Flow(270)
1 / 7
Ratio Waste 7/10 (303 }
Design Capacity (207 )
2 3 In
Design Temperature (NKP)
Elevation (NKP)
/oa
Location Discharger (NKP)
Principal Product (NKP)
Sample No.
41
BOD5(mg/Z)
310
Fecal CaZiform
100mZ 31616
Temperature
F 11
DO (mg/Z)
300
I - Mo. Average Concentration 01
/
oa
S"
- Wk. Avera e Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Month;Average Loadin 05
- WeekZy Average Loadin 06
P - Minimum Loadin 07
Q - Maximum Loadin 08
T -- Frequency of Analysis 09
W -S Ze fyEe 10
Total NFZ;T`
(m/t) 530
NH3-N
(m Z) 600
pfl (units)
400
iSS
I - Mo. Average Concentration 21
O
6 -
3 �►
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loading
Avera e Loadin
d25Weekl
P - Minimum Loadin
Q - Maximwn Loadin
T -- Fre uenc o AnaZ sis
W -S Ze Type 30
UOD (NKP)

r—i
u
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: L
Areawide (208) Planning Area: w,,,,,-
Facilities (241) Planning Area: L
A. RECEIVING STREAM TW1+�^
Classification:
*A
7/10 Flow (cfs)
/7
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
1.6 q
Stream Velocity (fps)
. 5 _
Stream Depth (ft)
/. 7
Elevation @ Discharge Pt. (ft)
100
Drainage Area (sq. mi.)
_
*a 9
7/10 Yield (cfsm)
, D y-
Design Temperature oC)
Q6
Groundwater Runoff cfs/mi)
_61
Deoxygenation Rate Kl Base e)
50
Reaeration Rate (K2 Base e)
7*
Min. Dail Avg. D.O. (mg/1)
3
Upstream tualit -
BODU (mg/1
D.O. (mg/1
714
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
a' 3
BOD5 (mg/1)
Ammonia Nitrogen m /1
�6
Dissolved Oxygen mg/1
.5
Total Suspended Solids (mg/1)
30
Fecal Coliform (N/100 ml)Rot)
pH (S.U.)
6
D. COMMENTS
1.0 a.0 3,0
Design FI"w [mid]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE I THIRD UPDATE

f -711 8

do;
March 1, 1977
MEMORANDUM
TO: Jiraw Lancaster
FROM: R. Stan Taylor
r'
SUBJECT: Proposed poultry processing plant
As you requested I have gathered information on the waste treatment
requirements for the proposed poultry processing plant. The company, before
becoming committed beyond the point of no return, should apply for and re-
ceive a permit for waste treatment facilities to fit any site in question.
If a discharge Permit (NPDES Permit) is involved, the company should apply
180 days before planning to begin the discharge. If a non -discharge permit
(land application) is involved, the company should allow 90 days from the
,application date for processing of the application. Construction could
be initiated after review and approval of plans for the system and issuance
of the appropriate permit or in the case of the NPDES permit the Permit and
.Authorization to construct.
A preliminary check of the stream site, that you were interested in
shows that any of the sites should be acceptable if'the company provides
treatment to the level of new source performance standards as certained in
the draft effluent guidelines published by EPA. I am enclosing a copy of
the appropriate page 'for your use. Using the guidelines, the live weight.
to be killed, and the projected flaw that you provided I calculated that
the. -effluent quality for a discharge system would be as -follows based on a
30 day average; I .
BOD5 - 5 mg/1
NH-N - 1 mg/l
oil & Grease -- 1 mg/l
TSS - 6.3 mg/l
These effluent limits represent a very high degree of treatment.
I also investigated the degree of treatment that would be -required'.
for the -Town of Louisburg if the company located there. The technical
services group has provided me with a tentative allocation for Louisburg '
of BODS - 17; NH3-N -.11; and TSS - 30 if the 1.3 MGD industrial waste
were to be added.to,Louisburgss plant. If the -company wishes'to pursue.
al

Jimmy Lancaster
w2_
March 1, 19
this route, you should immediately contact the :own and the Town's
consulting engineer to determine if this can be dcne and what the effect
on the Town's 201 program will be.
If you have any questions or need additional information, please
call me.
OPy
Cen-ti a j i-i
,z �